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    Offsetting Opposing Left-Turn Lanes for Intersections on Horizontal Curves

    Source: Journal of Transportation Engineering, Part A: Systems:;2005:;Volume ( 131 ):;issue: 011
    Author:
    Said M. Easa
    ,
    Muhammad Z. Ali
    ,
    Essam Dabbour
    DOI: 10.1061/(ASCE)0733-947X(2005)131:11(835)
    Publisher: American Society of Civil Engineers
    Abstract: Left-turn vehicles need sufficient sight distance to decide when it is safe to turn left crossing the lane(s) used by the opposing traffic. Current AASHTO policy recommends that the adequacy of sight distance for left turns should be checked for the reason that the opposing left-turn vehicles can block a driver’s view of oncoming traffic. Previous studies developed guidelines for offsetting opposing left-turn lanes to overcome this problem. However, these guidelines are only applicable to intersections with no curvature. This paper presents a mathematical model for calculating the required minimum left-turn lane offset and the median width (to accommodate the offset), when the intersections are located on horizontal curves. The provision of required offset ensures that the left-turn vehicles have unobstructed required sight distance. An application of the model is presented for divided highways with median width of 4.88 m assuming general values of other variables. The model is translated into an
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      Offsetting Opposing Left-Turn Lanes for Intersections on Horizontal Curves

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/37692
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    • Journal of Transportation Engineering, Part A: Systems

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    contributor authorSaid M. Easa
    contributor authorMuhammad Z. Ali
    contributor authorEssam Dabbour
    date accessioned2017-05-08T21:04:33Z
    date available2017-05-08T21:04:33Z
    date copyrightNovember 2005
    date issued2005
    identifier other%28asce%290733-947x%282005%29131%3A11%28835%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/37692
    description abstractLeft-turn vehicles need sufficient sight distance to decide when it is safe to turn left crossing the lane(s) used by the opposing traffic. Current AASHTO policy recommends that the adequacy of sight distance for left turns should be checked for the reason that the opposing left-turn vehicles can block a driver’s view of oncoming traffic. Previous studies developed guidelines for offsetting opposing left-turn lanes to overcome this problem. However, these guidelines are only applicable to intersections with no curvature. This paper presents a mathematical model for calculating the required minimum left-turn lane offset and the median width (to accommodate the offset), when the intersections are located on horizontal curves. The provision of required offset ensures that the left-turn vehicles have unobstructed required sight distance. An application of the model is presented for divided highways with median width of 4.88 m assuming general values of other variables. The model is translated into an
    publisherAmerican Society of Civil Engineers
    titleOffsetting Opposing Left-Turn Lanes for Intersections on Horizontal Curves
    typeJournal Paper
    journal volume131
    journal issue11
    journal titleJournal of Transportation Engineering, Part A: Systems
    identifier doi10.1061/(ASCE)0733-947X(2005)131:11(835)
    treeJournal of Transportation Engineering, Part A: Systems:;2005:;Volume ( 131 ):;issue: 011
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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